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Strength of Materials Study Material for RRB Junior Engineer Civil Exam PDF - CivilEnggForAll Exclusive

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CONTENTS

  • STRESS
  • STRAIN
  • ELASTIC LIMIT
  • NORMAL STRAIN
  • SHEAR STRESS
  • SHEAR STRAIN
  • GAUGE LENGTH
  • MODULUS OF ELASTICITY
  • MODULUS OF RIGIDITY
  • BULK MODULUS
  • PROOF STRESS
  • FACTOR OF SAFETY
  • FREE BODY DIAGRAM
  • STRESS-STRAIN DIAGRAM
  • BRITTLE MATERIALS
  • PROOF RESILIENCE
  • MODULUS OF RESILIENCE
  • BENDING MOMENTS AND SHEAR FORCE DIAGRAM
  • SHEARING FORCE
  • BENDING MOMENT
  • CANTILEVERS
  • CONTINUOUS BEAMS
  • FIXED BEAMS
  • MOMENT OF INERTIA
  • PARALLEL AND PERPENDICULAR AXIS THEOREMS
  • TRUSS ANALYSIS
  • STRAIN ENERGY

STRESS

When some external forces are applied  to a body, then the body offers internal resistance to  these forces. The magnitude of the internal resisting  force is numerically equal to the applied forces. These  internal resisting force per unit area is called “stress”. 

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STRAIN

It is defined as change in length per unit  length. The strain may be tensile or compressive depending upon whether the length increases (under tensile load) or decreases (under compressive load). It is a  dimensionless quantity. 

EQUATIONS OF STATIC EQUILIBRIUM

Whenever a solid body under the action of various  forces is in static equilibrium or in the state of rest  then the algebraic sum of the components of these forces  along any chosen three perpendicular axes reference  are separately zero. In addition, the algebraic sum of  the moments of these forces about any point is also  zero. It is not rotating. Mathematically, these results  are expressed in the form of following four equations:

Equations of Static Equilibrium

UNITS OF STRESS AND STRAIN: 

Stress: The stress is defined as the internal force  which is resisting to the applied force of deformation  per unit area. Therefore, the stress is usually measured  in Newtons/Metre Square (N/m2). It is also called  Pascal (Pa). Since Pascal is a very small unit, it is not  uncommon to use Mega Pascal (MPa) or Giga Pascal  (GPa) as unit of stress, where 1 MPa = 106 Pa and 1  GPa = 109 Pa. 

Strain: It is defined as the change in length (or elongation in length) per unit length. Mathematically it is defined as strain = change in length/unit length = l/L

ELASTIC LIMIT

Considering a tension test of a  specimen of round section being stretched in a UTM.  The load recorded by the universal testing machine is  the reaction of the test specimen. At room temperature, the load extension diagram in general, at strain  rate less than 2 × 10–3/sec will tend to follow the curve  of the adjacent in the below figure. Which is typical for an annealed  metal like aluminium or copper.

Elastic Limit Curve

Initially, the relation between the load and extension is essentially linear–that is, portion OA of the  curve, where A defines the limit of proportionality. On  further straining the relation between load and extension linear–that is portion OA of the curve, where A  defines the limit of proportionality. On further straining, the relation between the load and extension no  longer remains linear but the material is still elastic.  That is if the load is released the specimen will revert  back to its original length. The maximum load which  can be applied without causing permanent deformation is known as ‘‘Elastic Limit’’ represented by point  B in the Fig-I attached. Usually the points A and B are  very near to each other and the real difference can be  achieved only by using highly sensitive measuring device. At the point B ends the elastic straining and the  inelastic or plastic deformation ensues. Beyond the  point B there is a general permanent extension of the  test piece until the load attains a maximum value,  point D.

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FREE BODY DIAGRAM

The free body diagram of  an element of a member in equilibrium is the diagram  of only that member or element, as if made from the  rest, with all the internal and external force.

STRENGTH OF MATERIALS STUDY MATERIAL FOR RRB JE PDF CIVILENGGFORALL

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